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CONTRACTOR TO LOCATE <br /> WALL CONSTRUCTION i <br /> JOINTS. <br /> LID SECTION SLAB CONSTRUCTI4N JDINT SECTION WALL GONSTRUCTION JOINT PLAN DETAIL <br /> .i - �� _ ,_ �� �� _ - _ ,_ ' �� _ �_ �� <br /> A 314 - 1 0 1 - 1 0 � 3/4 - 1 0 ' I D 11/2 - 1 0 <br /> � I <br /> � FIN GRADE PER CIVIL COORDINATE DIAMETER OF WALL ' <br /> � OPENING W/ O.D. OF INLET PIPE ' �, - STL GRATING PER MFR FIN GRADE PER CIVIL <br /> ° (VARIES) CONTRACTOR TO SUBMIT -- <br /> .� -- <br /> � �—_! —=; PROPOSED DETAIL FOR NON-SHRINK - (3) COURSES 4F TYP » - '- --;= - -- -- - . _ - ; <br /> - <br /> _I I1-1 ) ( III-III_ GROUT PLACEMENT BETWEEN PIPE VERT WALL REINF (� 4 a <br /> � '=1 I 1=1 I I l=1 (I-' , � � I 1—� � — <br /> � I! AND VAULT WALL FOR REVIEW & OC EA SIDE OF OPNG <br /> . . . . . . I�I I I 'I I � . � . ' � ' I I ( �I�' . . . . . . . . . . . . .. . . . .. . . . . . . . � <br /> Q I �. PRECAST RISERS APPROVAL D/S24 <br /> � PER CfVIL <br /> OPP HAND <br /> , � --� 1 2» ¢ <br /> Q �_ ~ ` MW ` � '' <br /> ; `y KEYWAY REQUIREMENTS ' � ' <br /> � <br /> - <br /> ' � PER PRECAST_RISER . oO <br /> � MANUFACTURER � CONT BEARING <br /> o ) � STRIP PER PRECAST - -- --- - - - - ; <br /> I DESIGNER � � <br /> _ � , � � _ 'I <br /> � � : <br /> ,_ o � (2) #6x8,_�„: „ INTERIOR CONC WALL _ <br /> . � . � . � � < Y B LID <br /> N EL PER PLAN fNVERT ` _ � DIAG, EF TYP � 2 PER PLAN <br /> o � EL PER CIVIL , MIN PRECAST PLANK � . ; <br /> , REINF PER J/S23 I <br /> � , » NQTES: � i <br /> � � NOTES: PROVIDE STD HOOK AT (2) �6x15 -0 1: BEARING STRESS ON TOP OF ' CAST-IN-PLACE WALL <br /> 1. LAQDER RUNGS AND FALL ALL BARS INTERRUPTED HORIZ, EF ABOVE <br /> � PROTECTION SYSTEM NOT BY WALL OPENING & BELOW OPNG WALL NOT TO EXCEED 1500 PSI. j <br /> � PRECAST HOLLOW CORE � <br /> -� SHOWN. <br /> � FLANK PER F/S23 <br /> ° SECTIUN WALL PENETRATION DETAIL SECTION � SECTIC�N <br /> � C C <br /> G 1/2" = 1'-0" r 3/8" = 1'-0° � 3" = 1'-0" � � 3/4" = 1'-0° <br /> � , <br /> � <br /> -� _ <br /> � I <br /> N� OUTLET BELOW � ^ `< �� NOTE: $�_�» <br /> � _ PER CIVIL I ! I FOR AQDITIONAL INFORMATION, 1'-6„ 5,-0„ 1'-6" ' FIN GRADE PER CIVIL � <br /> I <br /> � a� ACCESS OPENING � � REFER TO J/S23 _ �, <br /> - � PER PLAN —r-r — — — - � <br /> '� � � � ' � � I I I— " W � 1 1_ i�i- ! <br /> a � <br /> � �' <br /> �n '� STL GRATING PER MFR <br /> d- D S24 _ ; <br /> � i o --- - - - - _� - - - - x : TYP ' 8» CQNC WALL W/ #5x L <br /> � � r� I � W � II VERT (� 12»���� � #5 <br /> �- � � r � Q HORIZ C� 18 OC, TYP � <br /> c� � � r� � SUMP PIT _� <br /> ` +' o , � BELOW � PRECAST HOLLOW CORE i <br /> - � � I i � I ': PLANK W/ JOINT PER <br /> � - � A/S24 , <br /> � J <br /> i <br /> . � � . . . �� . . -' . / ' � \ I. . � . . � . . � . : . � . . . � . ' . . � . . V . _ . . . � . . � . . . .. . . W . . � . . . I . : . . . � . . . � . . . � . . � . . . � . . . . - � . . . - . . . . �' . . -' . . . � . . . . 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I . . . . . . , . . . . . � . <br /> - B LID <br /> � - - - - -- - - - - --- - - - ---_ <br /> � <br /> m � W EL PER PLAN � <br /> 0 <br /> � <br /> � � EXTERIOR CONC WALL , <br /> � PER PLAfV <br /> j c~n STEP AT <br /> `o - T/CONC WALL � . � , <br /> PARTIAL PLAN SECTION <br /> _ � N <br /> � � J 1/2" = 1'-0° _ � 3/4" = 1'-0" <br /> �- I <br /> � — , <br /> O � <br /> o D. p <br /> �, � _ ._- � L� C O M M U N ITY TRAN S IT oraW,�9 No. , <br /> � � Drawn By Date SCALE <br /> — - �,.�,a` c, �, tN� , DYL 1 5 2017 .J�—f" <br /> r- c� _ 1601 ue, �.-� o� wasg p <br /> t— � � � � � _ �""�- ,� ..,, � �';:�� � -. �. _> �' ��' '� Designed By � � Horiz � � �� <br /> ./. � _ _- ti w s1o1 � � �. ..{ ��`�� � � I � � �PERMIT SET c�s : , 5 20,� SEAWAY TRANSIT CENTER sneet No. <br /> � � _ . �-�--�� �� ��:��ra�; 27�2 �h�ased By , 5 2017 �e� D ETENTI O N VAU LT ,�j <br /> www.k ff.com ����� R o � 1 X <br /> � N __ --' - p .. , �'o �'ctsm�a`� �� g'� APProved By Project Number X /, <br /> -�-� y pp sS,oNAL �� ,� ; , �._._ D ETAI LS , <br /> - � X No. Date Revision B A r. CDO 1 5 2017 115067 <br /> � <br /> ,, of Totai /i <br /> ' / <br /> , / <br /> \ � <br /> i <br />